Bridge Statistics for Russell, Arkansas (AR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813333,  Lng: -92.203333),  Route carried "on" structure: US 67,  Year Built: 1993,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 65,900 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 97,315 (year 2025),  Design Load: HS 20,  Features Intersected: WILDWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.213,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802500,  Lng: -92.213889),  Route carried "on" structure: US 67,  Year Built: 2004,  Status: Open,  Structure Length: 49.60m (162.73ft),  Average Daily Traffic: 65,900 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 97,315 (year 2025),  Design Load: HS 20,  Features Intersected: Five Mile Ck & Turnabout
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.911,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: September 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.827222,  Lng: -92.188611),  Route carried "on" structure: Ramp US 67,  Year Built: 2006,  Status: Not yet open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 9,800 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,472 (year 2025),  Design Load: HS 20,  Features Intersected: US 67,  Facility Carried by Structure: Flyover
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.007,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830000,  Lng: -92.181667),  Route carried "on" structure: State highway 176,  Year Built: 2007,  Status: Not yet open,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 20,800 (year 2005),  Truck Traffic: 1%,  Design Load: HS 20,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: Kiehl Ave.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.651,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16501,  Location: 1.7 MI W SH 107(I-1) (Lat: 34.881944,  Lng: -92.218333),  Route carried "on" structure: City street 28870,  Year Built: 1950,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,511 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,661 (year 2007),  Features Intersected: BRNCH OF KELLOGG CREEK,  Facility Carried by Structure: J' ville-Cato Rd
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 16572,  Location: .31 MI E SH 107(I1) (Lat: 34.778333,  Lng: -92.265000),  Route carried "on" structure: City street 32830,  Year Built: 1969,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 726 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,072 (year 2007),  Features Intersected: WOODRUFF CR,  Facility Carried by Structure: LEE AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 16573,  Location: 1.33 E SH 107 (I-1) (Lat: 34.829722,  Lng: -92.210833),  Route carried "on" structure: City street 32830,  Year Built: 1969,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 144 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 213 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 18911,  Location: 1.3 MI N JCT SH176 (I-1) (Lat: 34.852222,  Lng: -92.197222),  Route carried "on" structure: City street 7145,  Year Built: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 102 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 151 (year 2007),  Features Intersected: GAP CREEK,  Facility Carried by Structure: BROCKINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 19675,  Location: 1 Mi S of Jx Cutoff (Lat: 34.853056,  Lng: -92.172500),  Route carried "on" structure: City street 42850,  Year Built: 1975,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,949 (year 1986),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,878 (year 2006),  Design Load: H 15,  Features Intersected: KELLOGG CREEK,  Facility Carried by Structure: ONEIDA DRIVE (I-1)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Underwater Inspection Date: September 2005,  Other Special Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 19676,  Location: .3 N CTRY CLUB RD(I-6) (Lat: 34.822778,  Lng: -92.219722),  Route carried "on" structure: City street 4880,  Year Built: 1973,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 340 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 502 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: N BEVERLY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Underwater Inspection Date: November 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 19677,  Location: .12 E CLUB LANE (I-6) (Lat: 34.824444,  Lng: -92.213333),  Route carried "on" structure: City street 62795,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 361 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 533 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: WINDCHIME STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Underwater Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 19678,  Location: .54 E SH 107 (I-1) (Lat: 34.825556,  Lng: -92.172222),  Route carried "on" structure: City street 11890,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,475 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,178 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: CLUB ROAD ZONE C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 19706,  Location: 0.2 Mi N of SH 176 (Lat: 34.834722,  Lng: -92.209444),  Route carried "on" structure: City street 57640,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,688 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,969 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: THORNHILL DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1975,  Location: .10 MI W OF JCT SH107/I-1 (Lat: 34.840556,  Lng: -92.233333),  Route carried "on" structure: City street 36410,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 151 (year 2007),  Features Intersected: WOODRUFF CREEK,  Facility Carried by Structure: W MARYLAND AVE.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

Find on map >>

Structure Number: 19773,  Location: .3 Mi N of SH176 (Lat: 34.836667,  Lng: -92.210278),  Route carried "on" structure: City street 2620,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,688 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,969 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: AUTUMNBROOK DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 21385,  Location: .1 MILES W US 67 (Lat: 34.814167,  Lng: -92.205278),  Route carried "on" structure: City street 62350,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 340 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 502 (year 2007),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: WILDWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.701,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

Find on map >>

Structure Number: 21758,  Location: .30 MI E OF US 67/I-6 (Lat: 34.813611,  Lng: -92.196111),  Route carried "on" structure: City street 58370,  Year Built: 1996,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,157 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,185 (year 2007),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: Trammel Rd
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2007,  Underwater Inspection Date: April 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 21923,  Location: .02 E JCT BRONCO LN I-1 (Lat: 34.829167,  Lng: -92.210556),  Route carried "on" structure: City street 35770,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 33 (year 1987),  Average Future Daily Traffic: 49 (year 2007),  Features Intersected: BRANCH,  Facility Carried by Structure: MANOR DR.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 22852,  Location: 0.2 Mi S of SH 107 (Lat: 34.851389,  Lng: -92.212500),  Route carried "on" structure: City street 41775,  Year Built: 2004,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 300 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 443 (year 2024),  Features Intersected: Gap Creek,  Facility Carried by Structure: Oakbrook Drive
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

Find on map >>

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813333,  Lng: -92.203333),  Route carried "under" structure: City street 62350,  Year Built: 1993,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: WILDWOOD AVE,  Facility Carried by Structure: US 67 SEC 10
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.805,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 6395,  Location: 3.24 MI N OF I-40 (Lat: 34.813333,  Lng: -92.203333),  Route carried "under" structure: US 67,  Year Built: 1993,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 65,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: WILDWOOD AVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 5.214,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802500,  Lng: -92.213889),  Route carried "under" structure: US 67,  Year Built: 2004,  Structure Length: 49.60m (162.73ft),  Average Daily Traffic: 65,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: Five Mile Ck & Turnabout
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.943,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>

Structure Number: 6942,  Location: 2 Mi N of I-40 (Lat: 34.802500,  Lng: -92.213889),  Route carried "under" structure: US 67,  Year Built: 2004,  Structure Length: 49.60m (162.73ft),  Average Daily Traffic: 65,900 (year 2005),  Truck Traffic: 1%,  Features Intersected: Five Mile Ck & Turnabout
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 3.927,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.827222,  Lng: -92.188611),  Route carried "under" structure: US 67,  Year Built: 2006,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 32,950 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67,  Facility Carried by Structure: Flyover
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 4.007,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.827222,  Lng: -92.188611),  Route carried "under" structure: US 67,  Year Built: 2006,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 32,950 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67,  Facility Carried by Structure: Flyover
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 4.007,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>

Structure Number: 7052,  Location: 0.4 Mi S of Kiehl Ave. (Lat: 34.827222,  Lng: -92.188611),  Route carried "under" structure: US 67,  Year Built: 2006,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 1%,  Features Intersected: US 67,  Facility Carried by Structure: Flyover
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 4.007,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830000,  Lng: -92.181667),  Route carried "under" structure: US 67,  Year Built: 2007,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 32,950 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: Kiehl Ave.
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830000,  Lng: -92.181667),  Route carried "under" structure: US 67,  Year Built: 2007,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: Kiehl Ave.
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830000,  Lng: -92.181667),  Route carried "under" structure: US 67,  Year Built: 2007,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: Kiehl Ave.
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>

Structure Number: 7053,  Location: 5 Mi N of I-40 (Lat: 34.830000,  Lng: -92.181667),  Route carried "under" structure: US 67,  Year Built: 2007,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 32,950 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 67 Log 4.95,  Facility Carried by Structure: Kiehl Ave.
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>

Structure Number: 21649,  Location: 1.15 MI E OF SH 107 (I-1) (Lat: 34.832500,  Lng: -92.211111),  Route carried "under" structure: City street 176,  Year Built: 1995,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 12,870 (year 1992),  Truck Traffic: 1%,  Features Intersected: KIEHL AVE,  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.185,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>

Structure Number: 22616,  Location: 0.05 Mi W of Hwy 107 (Lat: 34.840000,  Lng: -92.232500),  Route carried "under" structure: City street 36410,  Year Built: 2002,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 1%,  Features Intersected: Maryland Drive,  Facility Carried by Structure: Ped walkway
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.008,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 15.5m (50.9ft)